Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/20897
Title: One-dimensional wave-propagation analysis, Newburgh Locks and Dam, Ohio River, Indiana and Kentucky
Authors: United States. Army. Corps of Engineers. Louisville District.
Marcuson, William F. (William Frederick)
Keywords: Earthquake engineering
Earthquake effects
Wave propagation
Soil liquefaction
Newburgh Locks and Dam
Ohio River
Seismic waves
Hydraulic structures
Issue Date: Dec-1976
Publisher: Soils and Pavements Laboratory (U.S.)
Engineer Research and Development Center (U.S.)
Description: Miscellaneous Paper
Abstract: The site of the Newburgh Locks and Dam, located on the Ohio River 8 miles upstream from the confluence of the Ohio and Green Rivers near Evansville, Indiana, was investigated with regard to liquefaction potential. Cyclic triaxial compression tests were performed on remolded specimens of the foundation material at various densities. A one-dimensional wave-propagation analysis was performed for two typical soil profiles under the fixed-weir portion of the structure. As a result of this analysis, it is recommended that a study be initiated to determine the cost and benefits of: (A.) removing the top 20 ft of sand below and downstream of the toe of the rock berm and replacing this material with nonliquefiable material; (B.) extending the existing rock berm in the downstream direction. It is believed that such modifications might render the structure stable under earthquake excitation.
URI: http://hdl.handle.net/11681/20897
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